This examination is quite useful to find bearing ability of pits in cohesionless soil. Cone resistance qc (kg/sq.cm) is approximately equal to ten moments the penetration resistance N. four. Geographical Methods of Soil Exploration At the time samples are gathered, they need to be sent to the certified laboratory for https://dedicatedserverhostingint52738.digiblogbox.com/56749139/soil-analysis-and-testing-bd-an-overview